CN211448714U - Shield constructs section of jurisdiction and stacks base - Google Patents
Shield constructs section of jurisdiction and stacks base Download PDFInfo
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- CN211448714U CN211448714U CN201820848095.6U CN201820848095U CN211448714U CN 211448714 U CN211448714 U CN 211448714U CN 201820848095 U CN201820848095 U CN 201820848095U CN 211448714 U CN211448714 U CN 211448714U
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- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 241001669679 Eleotris Species 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004540 pour-on Substances 0.000 description 1
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Abstract
The utility model relates to a base is stacked to shield structure section of jurisdiction, horizontal pole including two parallel arrangement, connect two connecting plates between two horizontal poles, two connecting plate parallel arrangement, the both ends of every connecting plate are connected with the stand respectively, the lateral wall of every stand is connected in the lateral wall of the horizontal pole that corresponds, every connecting plate top still is equipped with the backup pad, two stand tops that the connecting plate corresponds are connected respectively to the backup pad both ends, two backup pads set up towards this base inboard slope respectively, and two backup pad symmetries set up, the top of all stands is equipped with flexible backing plate, all flexible backing plates are connected in the backup pad that corresponds, the height that highly is greater than all horizontal poles of all backup pads. Application the utility model discloses a base is stacked to shield structure section of jurisdiction can effectual solution shield tunnel section of jurisdiction on-the-spot when stacking section of jurisdiction finished product protection, prevents section of jurisdiction fracture, damage to this shield structure section of jurisdiction stacks base structural design simple, firm reliable, the flexibility is high, the cost is low, economical and practical can many places use.
Description
Technical Field
The utility model relates to a tunnel construction field, especially a base is stacked to shield structure section of jurisdiction.
Background
The segment is a main bearing structure of the shield tunnel and is one of essential important parts of the shield tunnel, the segment needs to be processed and manufactured in advance according to the technical requirements of the shield tunnel, the segment belongs to a prefabricated part, and the processed segment is transported to the site for storage and then is spliced; no specific base when current section of jurisdiction is deposited fills up and is put on wooden sleeper, and the section of jurisdiction is damaged easily to appear, can influence tunnel shaping quality, and it is relatively poor that civilized construction is stacked to on-the-spot section of jurisdiction simultaneously.
SUMMERY OF THE UTILITY MODEL
The invention of the utility model aims to: there is not specific base when depositing to the current section of jurisdiction that prior art exists, fills up and puts on wooden sleeper, and the section of jurisdiction is damaged easily, can influence tunnel shaping quality, and the relatively poor problem of civilized construction is stacked to on-the-spot section of jurisdiction simultaneously provides a shield constructs section of jurisdiction and stacks the base.
In order to realize the purpose, the utility model discloses a technical scheme be:
the utility model provides a shield constructs section of jurisdiction and stacks base, includes two parallel arrangement's horizontal pole, two connect two connecting plates, two between the horizontal pole connecting plate parallel arrangement, every the both ends of connecting plate are connected with the stand respectively, every the lateral wall of stand is connected in corresponding the lateral wall of horizontal pole, every the connecting plate top still is equipped with the backup pad, the backup pad both ends are connected respectively two that the connecting plate corresponds the stand top, two the backup pad sets up towards this base inboard slope respectively, and two the backup pad symmetry sets up, all the top of stand is equipped with flexible backing plate, all flexible backing plate connects in corresponding in the backup pad, all the height of backup pad is greater than all the height of horizontal pole.
Adopt a shield constructs section of jurisdiction and stacks base, horizontal pole and connecting plate form the basement of base, set up the stand shore backup pad on the basement, the backup pad leanin setting of two relative settings, support arc structure that can be better, set up flexible backing plate in the backup pad, play the effect of buffer protection, section of jurisdiction finished product protection when can effectual solution shield tunnel section of jurisdiction on-the-spot stack, prevent the section of jurisdiction fracture, damaged, and this shield constructs the section of jurisdiction and stacks base structural design simply, firmly reliable, the flexibility is high, the cost is low, economical and practical, can fall over to use many places.
Preferably, the cross bars are perpendicular to the connecting plates, and the two connecting plates are respectively connected to the ends of the two cross bars to form a rectangular frame structure.
Preferably, the support plate further comprises stiffening plates, a plurality of stiffening plates are arranged on each connecting plate, and the tops of all the stiffening plates are connected to the corresponding support plates.
Preferably, one stiffening plate is arranged between each upright post and the corresponding cross rod, the side wall of each upright post is connected with the side wall of the stiffening plate, and the other side wall of each stiffening plate is connected with the side wall of the cross rod.
Preferably, all the other stiffening plates on each connecting plate are arranged between the two corresponding upright posts at intervals.
Preferably, all the stiffening plates are steel plates.
Preferably, each of the flexible mats is a rubber mat.
Preferably, each cross bar is provided with at least one through hole.
Preferably, all the cross bars and all the upright posts are made of profile steel, and all the connecting plates and all the supporting plates are made of steel plates.
Preferably, all the cross bars, all the connecting plates, all the columns and all the support plates are welded together.
Preferably, each of the cross bars is an i-steel.
Preferably, each of the columns is an i-steel.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
application a shield constructs section of jurisdiction and stacks base, horizontal pole and connecting plate form the basement of base, set up the stand shore backup pad on the basement, the backup pad leanin setting of two relative settings, support arc structure that can be better, set up flexible backing plate in the backup pad, play the effect of buffer protection, section of jurisdiction finished product protection when can effectual solution shield tunnel section of jurisdiction on-the-spot stack, prevent the section of jurisdiction fracture, damaged, and this shield constructs the section of jurisdiction and stacks base structural design simply, firmly reliable, the flexibility is high, the cost is low, economical and practical, can fall over to use many places.
Drawings
Fig. 1 is a schematic structural view of a shield segment stacking base according to the present invention;
FIG. 2 is a top view of FIG. 1;
fig. 3 is a state diagram of fig. 1.
The labels in the figure are: the structure comprises 1-cross rods, 11-through holes, 2-connecting plates, 3-upright columns, 4-supporting plates, 5-flexible backing plates and 6-stiffening plates.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
Examples
As shown in figures 1-3, the utility model discloses a shield constructs section of jurisdiction and stacks base, including two parallel arrangement's horizontal pole 1.
Two connect two connecting plates 2 between the horizontal pole 1, two connecting plate 2 parallel arrangement, every the both ends of connecting plate 2 are connected with stand 3 respectively, every the lateral wall of stand 3 connect in corresponding horizontal pole 1's lateral wall, every connecting plate 2 corresponds two 3 tops of stand are all connected in a backup pad 4, two backup pad 4 sets up towards this base inboard slope respectively, and two backup pad 4 symmetry sets up, all the top of stand 3 is equipped with flexible backing plate 5, all flexible backing plate 5 connect in corresponding on the backup pad 4, all backup pad 4 highly be greater than all horizontal pole 1's height.
As a preferable solution of this embodiment, the cross bar 1 is perpendicular to the connecting plates 2, and the two connecting plates 2 are respectively connected to the ends of the two cross bars 1 to form a rectangular frame structure; still include the stiffening plate 6, every set up a plurality of on the connecting plate 2 the stiffening plate 6, all the 6 tops of stiffening plate are connected in corresponding backup pad 4, every stand 3 with correspond set up one between the horizontal pole 1 stiffening plate 6, the lateral wall of stand 3 is connected the lateral wall of stiffening plate 6, another lateral wall of stiffening plate 6 is connected the 1 lateral wall of horizontal pole, every all the other all on the connecting plate 2 the stiffening plate 6 interval is located two that correspond between the stand 3.
As a preferable scheme of this embodiment, all the cross bars 1 and all the columns 3 are made of profile steel, each cross bar 1 is made of 16 h-shaped steel, the length is 2 m, the distance between two cross bars 1 is 1.112 m, each cross bar 1 is symmetrically provided with two through holes 11, the through holes 11 are rectangular holes with the length and width of 0.3 multiplied by 0.1, each upright post 3 is a 16-trapezoid I-shaped steel, each connecting plate 2 is a steel plate with the length and width of 1.2 multiplied by 0.2 multiplied by 0.01 meter, each supporting plate 4 is a steel plate with the length and width of 1.024 multiplied by 0.259 multiplied by 0.01 meter, each stiffening plate 6 is a steel plate with the thickness of 0.01 meter, all the cross rods 1, all the connecting plates 2, all the upright posts 3 and all the supporting plates 4 are welded, each flexible base plate 5 is a rubber base plate with the thickness of 0.02 meter, each supporting plate 4 is provided with a screw hole, and all the flexible base plates 5 are connected with the corresponding supporting plates 4 through bolts.
Application a shield constructs section of jurisdiction and stacks base, horizontal pole 1 and the basement of connecting plate 2 formation base, set up 3 shore backup pads 4 of stand on the basement, backup pad 4 leanin setting of two relative settings, support arc structure that can be better, set up flexible backing plate 5 on the backup pad 4, play the effect of buffer protection, section of jurisdiction finished product protection when can effectual solution shield tunnel section of jurisdiction is stacked on-the-spot, prevent the section of jurisdiction fracture, it is damaged, and this shield constructs the section of jurisdiction and stacks base structural design simple, firm reliable, the flexibility is high, the cost is low, economical and practical, can pour on many occasions.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The shield segment stacking base is characterized by comprising two parallel cross rods (1), two connecting plates (2) are connected between the two cross rods (1), the two connecting plates (2) are arranged in parallel, two ends of each connecting plate (2) are respectively connected with a stand column (3), the side wall of each stand column (3) is connected with the corresponding side wall of the cross rod (1), a supporting plate (4) is further arranged above each connecting plate (2), two ends of each supporting plate (4) are respectively connected with the tops of the two stand columns (3) corresponding to the connecting plates (2), the two supporting plates (4) are respectively inclined towards the inner side of the base, the two supporting plates (4) are symmetrically arranged, flexible backing plates (5) are arranged above all the stand columns (3), and all the flexible backing plates (5) are connected to the corresponding supporting plates (4), the heights of all the supporting plates (4) are greater than the heights of all the cross rods (1).
2. The shield segment stacking base according to claim 1, wherein the cross rods (1) are perpendicular to the connecting plates (2), and the two connecting plates (2) are respectively connected to the ends of the two cross rods (1) to form a rectangular frame structure.
3. The shield segment stacking base according to claim 1, further comprising stiffening plates (6), wherein a plurality of stiffening plates (6) are arranged on each connecting plate (2), and the tops of all the stiffening plates (6) are connected to the corresponding supporting plates (4).
4. The shield segment stacking base according to claim 3, wherein one stiffening plate (6) is arranged between each upright (3) and the corresponding cross rod (1), the side wall of each upright (3) is connected with the side wall of the stiffening plate (6), and the other side wall of each stiffening plate (6) is connected with the side wall of the corresponding cross rod (1).
5. The shield segment stacking base according to claim 4, wherein all the remaining stiffening plates (6) on each connecting plate (2) are arranged between the two corresponding vertical columns (3) at intervals.
6. The shield segment stacking base according to claim 3, wherein all the stiffening plates (6) are steel plates.
7. The shield segment stacking base according to claim 1, wherein each of the flexible backing plates (5) is a rubber backing plate.
8. The shield segment stacking base according to claim 1, wherein each cross bar (1) is provided with at least one through hole (11).
9. A shield segment stacking base according to any one of claims 1-8, characterized in that all the cross bars (1) and all the columns (3) are steel sections and all the connecting plates (2) and all the supporting plates (4) are steel plates.
10. The shield segment stacking base according to claim 9, wherein all the cross bars (1), all the connecting plates (2), all the columns (3) and all the support plates (4) are welded to each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820848095.6U CN211448714U (en) | 2018-06-01 | 2018-06-01 | Shield constructs section of jurisdiction and stacks base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820848095.6U CN211448714U (en) | 2018-06-01 | 2018-06-01 | Shield constructs section of jurisdiction and stacks base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211448714U true CN211448714U (en) | 2020-09-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820848095.6U Active CN211448714U (en) | 2018-06-01 | 2018-06-01 | Shield constructs section of jurisdiction and stacks base |
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| CN (1) | CN211448714U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112478373A (en) * | 2020-12-31 | 2021-03-12 | 中铁十局集团有限公司 | Adjustable self-adaptation section of jurisdiction bracket |
-
2018
- 2018-06-01 CN CN201820848095.6U patent/CN211448714U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112478373A (en) * | 2020-12-31 | 2021-03-12 | 中铁十局集团有限公司 | Adjustable self-adaptation section of jurisdiction bracket |
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